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HomeMy WebLinkAbout5708-12PAVEMENT I ND - REMOVE EXISTING AC PAVEMENT - CONSTRUCT NEW ASPHALT PAVEMENT - CONSTRUCT NEW PCC SIDEWALK / - GRIND AND OVERLAY - CONSTRUCT PCC IMPROVEMENTS SEE DETAIL SHEET 1025 CL H O C) O N O C) M O n+ OJ 06 O O N O N CN C o I t I L_ 270+00 271+00 2701 2� 0 TOP OF CURB 24.57 DELTA 24.67' CD / o /0 CENTERLINE PROP. TOP OF CURB CURVE BB 21.01' �JZQyJ 0 8 S/0 CENTERLINE CURVE AA 1022.49TC po U Z o cN.r 2.00' Q �rn00 1023.73TC OU PROTECT EX MEDIAN d 00� U �~ C-4 OM U0 N + U*) C14 N O - X X W W. WdH �~ U CD t")O al �Np N O+N co CV� �� U ��� CSO CV C=; OM to +CO + MN o +r- r�0 EX. GRADE 6 00 '4: X W + C7 p -�'p •- + r) O C14 N� N n N� p N O N U R=5 +p N zr-N o �o 42 43 X N� 1022.58 0.88% �� --�' toWPNO^ N o N 0.37% N 1�2 NW 0.82% �-- o N ccn 100T68 INV' n� Lo �^ O C) C14 + O L v o p oo CV ai 6 p + N o rl ,.� `. C) + O� o + ^ O �- N N .r N N PROFILE SCALE: L=78.96' CURVE W U W U U N H O~ U! _. .. CD n n c" rro Lo !i O `- + +N) r- C14 O �_ CV CDN p 0 O Cj O 0 1025 N + N' LY T C k � Q� F -W I �CO WW I )P FINISHED PAVEMENT 10 P 8' S/0 CENTERLINE 5.59' 41.59' I CURVE Y CURVE X Q o H U U �p ^per LO + ° ^mow ro O NtDCON NZ N ON NONP O �92 0.717, -� L_ C> r` O CNM CN N v 10-v 2 5 EXIST. TOP OF CURB C L 0 19' S/0 CENTERLINE EX. GRADE 0 CENTERLINE HORIZ. - 1" = 40' VERT. - 1" = 4' 272+00 273+00 274+00 275+00 276+00 277+00 MATCHLINE - STA. 10+86.62 ECR SEE SHEET 3 CO LO CO °° 1�t� I r I �� U J +LO LJ N N 2 SEE 11 s 0 l co Ln ,� _ 2 N N REON N � N- EXIST 5' o o U w O Qw � 39 �m V) r / R W n44/0 12 �• N 4 Q - t -m-_ ---:- to! PROTECT EX MEDIAN cn a 3 v $ 43 43 43 43 JOIN AT BACK OF CURB "171+00 0 o s 2 s 273+0 274+00 275+00 CL ss ss NI 11-28-11 s s L)�. o sss sss 00 + x o rm�. r- \��.... N --:- � QI XISTINGcn m U) U iy ?UILDING BENCH MARK: CITY OF FONTANA BENCHMARK NO. »289" FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER 61319 AT THE NORTHEAST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND CATAWBA AVENUE. ELEVATION = 1032.22' UPA • 1-Ic1-s---' �i �► 1 1020.1 1 1 1 :1 0 1 143 41 39 O r 19 .1 1 1 1 �aiw 1 1 / U -)i oQ� 0 0) 7 DELTA 6.28' CD / CURVE Z PROP. TOP OF CURB N 21.01' �JZQyJ 0 8 S/0 CENTERLINE / 1022.49TC 11.34' 2 ��co U 2.00' 6.28' �rn00 1023.73TC I PROTECT EX MEDIAN +N 1023.23FP C-4 JOIN U0 N 04 N O - X X W W. X W - 1021.47FL am - N N O co -Or_ O p0 +o C-4 P1023.27FP CV Co7 . . N o o EX. GRADE 0 CENTERLINE BW/JOIN HORIZ. - 1" = 40' VERT. - 1" = 4' 272+00 273+00 274+00 275+00 276+00 277+00 MATCHLINE - STA. 10+86.62 ECR SEE SHEET 3 CO LO CO °° 1�t� I r I �� U J +LO LJ N N 2 SEE 11 s 0 l co Ln ,� _ 2 N N REON N � N- EXIST 5' o o U w O Qw � 39 �m V) r / R W n44/0 12 �• N 4 Q - t -m-_ ---:- to! PROTECT EX MEDIAN cn a 3 v $ 43 43 43 43 JOIN AT BACK OF CURB "171+00 0 o s 2 s 273+0 274+00 275+00 CL ss ss NI 11-28-11 s s L)�. o sss sss 00 + x o rm�. r- \��.... N --:- � QI XISTINGcn m U) U iy ?UILDING BENCH MARK: CITY OF FONTANA BENCHMARK NO. »289" FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER 61319 AT THE NORTHEAST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND CATAWBA AVENUE. ELEVATION = 1032.22' UPA • 1-Ic1-s---' �i �► 1 1020.1 1 1 1 :1 0 1 143 41 39 O r 19 .1 1 1 1 �aiw 1 1 / U -)i oQ� 0 0) o +W DELTA U0 U CD / N W N') :c / N 21.01' �JZQyJ 0 p ao oo LqO L0 06 o EXIST J -CD rteR/W + + a Q U �W r- CO r- rW N� NCrWpO N Ni N N LLj Q QJWW Uj U) V) U) N (n N to AVENUE TOLL FREE -qm�- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. + W 1023.3'TC 1 1022.69FL 'N 28 SMH (1023.43) FS JOIN i C276�+20.80 r W / W W N CO DELTA RADIUS LENGTH TANGENT to ZW / N 21.01' + �m 7' / 1022.49TC 11.34' 2 ��co N 2.00' 6.28' N 1023.73TC I PROTECT EX MEDIAN 24.71' 1023.23FP BB JOIN AT BACK OF CURB Y R=1. 4% - X X W W. X W - 1021.47FL V N N 1023 77T -Or_ EX. MEDIAN_ P1023.27FP Ic- cqo 1023.36 N T REMAIN EMAIN o -U +� ---- BW/JOIN r -x NW as 41 - I BW JOIN �-71024.16TC I N3 O N U R=5 1023.66FP N -4- U d M 42 43 X 39 41 1022.58 35 �� toWPNO^ N �N - I SDMH 1�2 NW RIM` ccn 100T68 INV' n� + W 1023.3'TC 1 1022.69FL 'N 28 SMH (1023.43) FS JOIN i C276�+20.80 r W / W W 0 20 40 80 120 SCALE:1 "=40' CURVE # DELTA RADIUS LENGTH TANGENT X ZW o N 21.01' Y 7' 4' 9.4' 1022.49TC 11.34' 2 ��co N 2.00' 6.28' N ---101.82FL I - - 24.71' 12.36' BB 5'38'28' 1022.14TC 24.61' R=1. 4% - X X W W. X W 1021.47FL V N N -Or_ ° � 1.5 Ic- cqo 1023.36 N n C14 cli C14 00 o -U +� ---- BW/JOIN r -x NW ^F - I BW JOIN Hp I N3 O N U R=5 45 - N � F- x 1022.58 35 0 20 40 80 120 SCALE:1 "=40' BW/JOIN 1022.48 10 1022.41 BW ND CAPE 10 B_ GB FS/GB -� 1022.34 1022.71 W R=15 1022.4 FS/GB BW o J BW CAZm +-Q LO U U cnn hl CURVE # DELTA RADIUS LENGTH TANGENT X 19'51'28" o N 21.01' Y 7' 4' 9.4' 1022.49TC 11.34' 32 Al.b%- 2.00' 6.28' N ---101.82FL �O J `L�0 L - - - 24.71' 12.36' BB 5'38'28' 1022.14TC 24.61' R=1. 4% \C0 1021.47FL V N N ° � 1.5 Ic- 1023.36 N n C14 cli C14 00 o ---- BW/JOIN 1022.25 I I BW JOIN O0 I I -- O N U R=5 o- 10 0 23.49 1022.35 1022.58 JOIN BW/JOIN 1022.48 10 1022.41 BW ND CAPE 10 B_ GB FS/GB -� 1022.34 1022.71 W R=15 1022.4 FS/GB BW o J BW CAZm +-Q LO U U cnn hl OLEANDER AVE. & JURUPA AVE. N/E CURB RETURN ACCESS RAMP PER STD. PLAN NO 1003 SCALE: 1"=20' CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT X 19'51'28" 120.00' 41.59' 21.01' Y 160'00'00" 2.00' 5.59' 11.34' 32 Al.b%- 2.00' 6.28' 4094.29' AA �O J `L�0 L - - - 24.71' 12.36' BB 5'38'28' 250.00' 24.61' r \C0 V N N Ic- n C14 cli C14 00 ---- U � _ N U ' . W O N U z OO N� I/ 7CV N O OLEANDER AVE. & JURUPA AVE. N/E CURB RETURN ACCESS RAMP PER STD. PLAN NO 1003 SCALE: 1"=20' CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT X 19'51'28" 120.00' 41.59' 21.01' Y 160'00'00" 2.00' 5.59' 11.34' Z 179'56'38' 2.00' 6.28' 4094.29' AA 5'39'47' 249.99' 24.71' 12.36' BB 5'38'28' 250.00' 24.61' 12.32' CONSTRUCTION NOTES 1O SAW -CUT & REMOVE EXISTING A.C. PAVEMENT. 2O PROPOSED TRAFFIC SIGNAL - SEE SIGNAL PLANS 3O REMOVE ALL EXISTING TREES/SHRUBS/TREES STUMPS WITHIN PUBLIC R/W. 4O REMOVE EXISTING CURB AND GUTTER 5 REMOVE EXISTING SIDEWALK 6 REMOVE EXISTING AC BERM 0 UNDERGROUND EXISTING POWER POLE BY OTHERS (FOR REFERENCE) OREMOVE & RECONSTRUCT EXISTING RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STT). PLAN 1002. (WIDTH PER PLAN) 09 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000 10 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN & DETAILS) 11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN 1003. 12 CONSTRUCT 4 A.C. OVER 6 A.B. OVER 12 OF NATIVE (COMPACTED TO 95%) FOR NEW PAVING IN OLEANDER AVENUE (T.I.=6.5) 13 CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%) FOR NEW PAVING IN SANTA ANA AVENUE (T.I.=9.0) 14 CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%) FOR NEW PAVING IN CYPRESS AVENUE (T.I.=9.0) 15 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002 (MODIFIED AS PER DETAILS ON SHEET 2). 16 CONSTRUCT PARKWAY PLANTER BOX DETAIL PER DETAIL ON SHEET 2. 17 PROPOSED FIRE SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY). 18 PROPOSED FIRE D.D.C.A. TO BE INSTALLED (BY FONTANA WATER COMPANY). 19 PROPOSED FIRE HYDRANT TO BE INSTALLED (BY FONTANA WATER COMPANY) 20 PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) 21 PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) 22 PROPOSED CATCH BASIN - SEE STORM DRAIN PLANS 23 PROPOSED STREET LIGHT - SEE STREET LIGHT PLANS 24 REMOVE OR RELOCATE EXISTING STREET LIGHT - SEE STREET LIGHT PLANS 128 REMOVE OR RELOCATE EXISTING CATCH BASIN - SEE STORM DRAIN PLANS REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY) RELOCATE EXISTING WATER METER (BY FONTANA WATER COMPANY) ADJUST EXISTING MANHOLE TO GRADE REMOVE EXISTING STAND PIPE 30 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003 31 REMOVE EXISTING BLOCK WALL 32 REMOVE EXISTING FENCE 33 REMOVE EXISTING STRUCTURE 34 REMOVE EXISTING STORM DRAIN STRUCTURE - SEE STORM DRAIN PLANS 35 REMOVE EXISTING WATER FACILITIES BY OTHERS 36 REMOVE EXISTING DRIVEWAY 37 CONSTRUCT 6.5" MIN. A.C. OVER 8" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%) FOR NEW PAVEMENTIN JURUPA AVENUE I PROTECT IN PLACE EXISTING STREET LIGHT GRIND AND OVERLAY EXISTING PAVEMENT. 5' WIDTH MIN. 40 RELOCATE EXISTING COMM. PULL BOX. 41 CONSTRUCT 6" CURB PER CITY OF FONTANA STT). PLAN 1000 42 ADJUST TO GRADE EXISTING WATER VALVE 43 REMOVE EXISTING TREES, LANDSCAPING AND UNDERGROUND EXISTING IRRIGATION SYSTEM TO CONTINUE BEYOND THE LIMITS OF PROPOSED MEDIAN IMPROVEMENTS. 44 PROTECT IN PLACE EXISTING MANHOLE COVER 45 REMOVE EXISTING MEDIAN CURB 46 CONTRACTOR TO CONTACT SAN GABRIEL VALLEY WATER COMPANY IN REGARD TO EXISTING CONCRETE WATER LINES AND CONFLICTS WITH ROAD IMPROVEMENTS MEDIAN FLARE DETAIL S/W ACCESS RAMP DETAIL SCALE: 1"=20' SCALE: 1"=20' WDID# 8-36C382506 ORP 15-017 SHOULD CONSTRUCTION OF THE REQUIREDoQ�O'ESS/pNq� Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA IMPROVEMENTS NOT COMMENCE WITHIN TWO `��`��pgD ST�Fyc T17ienes Engineering, Inc. STREET IMPROVEMENT PLAN y C1 SIL ENGINEERING • LAND SURVEYING YEARS OF THE DATE OF APPROVAL SHOWN HEREON ' -_ 14349 FIRESTONE BOULEVARD DRAWN BY: SCALE: 4i W LA MIRADA, CALIFORNIA 90638 JURUPA A VE N U E AND CARRIED FORTH IN A DILIGENT MANNER, THE k afR.C.E. N0. 56155r * PH.(714)521-4811 FAX(714)511-4173 G.P. STA. 270+00.00 TO STA. 277+50.00 AS SHOWN s Exp 12_31_18 DESIGNED BY: SOUTH WEST FONTANA LOGISTICS CENTER DATE: CITY ENGINEER MAY REQUIRE REVISIONS TO THE AG.P. S/W CORNER SAN ANA AND CYPRESS AVE 1 m PLANS TO BRING THEM INTO CONFORMANCE WITH �F �����' Foy Date :4 ��0 � CHECKED BY: A DRAWING NO.: REVISION DESCRIP110N DATE ENGR. CITY DATE_l STANDARDS IN EFFECT. Of -C A`� DATE: EINHARD STENZEL RCE NO. 56155 M.R. CITY ENGINEER R.C.E. 51152 5708 7